CN204269464U - The automation equipment of indoor test bedding value - Google Patents
The automation equipment of indoor test bedding value Download PDFInfo
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- CN204269464U CN204269464U CN201420787829.6U CN201420787829U CN204269464U CN 204269464 U CN204269464 U CN 204269464U CN 201420787829 U CN201420787829 U CN 201420787829U CN 204269464 U CN204269464 U CN 204269464U
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Abstract
The utility model discloses a kind of automation equipment of indoor test bedding value, comprise with lower part: axial pressurizing device; Pressure chamber is fixed on lifting table, is provided with annular pressing plate, upper porous disc, lower porous disc in pressure chamber, and described annular pressing plate, upper porous disc connect outer transmission rod and interior transmission rod respectively, and outer transmission rod is connected with axial pressurizing device with interior transmission rod; Shearing controller moves up and down for driving lifting table; Ambient pressure controller is communicated with pressure chamber by confined pressure pipeline, and confined pressure pipeline is provided with confined pressure sensor; Opposite pressure controller is connected with the upper permeable hole of annular pressing plate by top duct; Top duct is provided with opposite pressure sensor; Pore pressure sensor is communicated with sample inside by bottom pipe; Data acquisition unit; Computer control system is connected with opposite pressure controller with data acquisition unit, shearing controller, ambient pressure controller respectively.
Description
Technical field
The utility model relates to Geotechnical Engineering technical field of measurement and test, in particular to the on-the-spot original position K of a kind of lab simulation
30the soil test automation equipment of test bedding value.
Background technology
Within 1867, Winkler is when studying railway bed superstructure, proposes the hypothesis of elastic foundation: the pressure intensity P on ground suffered by any point is directly proportional to the settlement of foundation s of this point, is expressed as: K=P/s.Pressure intensity P when diameter being often by engineering the bearing plate generation 0.125cm sedimentation of 30cm and the ratio of settling amount s (0.125cm), claim standard bedding COEFFICIENT K
30.Bedding value is as a kind of parameter of ground compressibility size, and the beam slab taken the lead on elastic foundation is applied in calculating, and is then applied to the works internal force analysis, subgrade reaction calculating etc. that bear lateral load.At present, bedding value has been widely used in by China designer in a series of engineering calculation such as local and overseas urban track traffic, railway bed, immersed tube tunnel, and listed in by specifications such as GB " metro design code " (GB50157-2013), " Code for investigation of geotechnical engineering " (GB50021-2001, version in 2009) and instruct application.If bedding value design value is less than normal than actual value, design proposal can be made to be tending towards conservative, to cause engineering to waste; If bedding value design value is bigger than normal than actual value, adopted engineering measure security can be made to reduce, and may engineering safety be jeopardized.
The method of existing mensuration bedding value mainly contains: 1) in-situ test K
30method (is called for short K
30), on-the-spot at K
30successive loading on load Rigid Plates Under Compression, measures the distortion of ground and the relation of loads change, according to load and sedimentation (p ~ s) curve determination bedding value; 2) indoor three method of principal axes, saturated and consolidation process is first carried out to sample in indoor, under different stress path, then carries out consolidation draining cut triaxial test, draws Δ σ
1' ~ Δ h
0curve, obtains bedding value according to curve initial tangent modulus or a certain secant modulus.
K
30method, as the first-selection obtaining bedding value, adapts to measure the soil body in veneer of soil and construction stage excavation of foundation pit depth range, but is subject to limitation and the field condition restriction of test method.In recent years, due to the exploitation of the underground space, the buried depth of basis and underground works presents the trend to Deep Development.Phase of exploration is difficult to directly to pass through actual measurement to the following soil layer in the top layer of not excavating and measures, and simultaneously on-the-spot must have the facility providing counter-force, implements labor intensive material resources comparatively greatly, thus limit K
30the large-scale application of method, marine traffic engineering is limited particularly remarkable.
Existing " urban track traffic Code for investigation of geotechnical engineering " (GB50307-2012) (be called for short city hand over specification), recommends two application examples for indoor three method of principal axes: 1) central laboratory of iron three institute on normal triaxial instrument to sample by degree of depth consolidation, recover the virgin state of soil, by the static lateral pressure coefficient K of soil
0calculate confined pressure σ
3, apply confined pressure σ
3carry out compression shear to sample afterwards, test obtains straining the stress for corresponding during 1.25mm, and the bedding value value obtained like this is comparatively close to empirical value; 2) geotechnology survey and design research institute in Shanghai is according to sampling depth determination consolidation pressure, adopts traditional triaxial apparatus, and to carry out etc. to consolidation, after stabilization by consolidation, obtain stress strain curve by triaxial consolidation Drainage Shear, test findings is also comparatively close to empirical value.Indoor three method of principal axes are because of quick, easy, low cost, without advantages such as environmental restraint, compensate for K
30the defect of method, but during test, stress strain curve initial straight line segment is not obvious or discreteness is comparatively large, and test findings compares K
30large 2 ~ 8 times of the test findings obtained, thus design cannot directly be adopted." city friendship specification ", while encouraging innovations, advises that indoor three method of principal axes values should by each department K
30method or empirical value comprehensively determine bedding value.
Separately, Chinese invention patent application prospectus CN101377079A discloses " a kind of method of measuring foundation bed coefficient indoor ".To soil body diameter 39.1mm, height 80mm sample, by control σ
3constant, meet Δ σ
3/ Δ σ
1=0 this kind of test condition, adopts indoor consolidation draining three method of principal axes to obtain bedding value, obtains Beneficial.But existing common practise clearly shows in open source literature and national regulation, and non-controlling σ
3constant and progressively increase σ
1bearing test, and should by different stress-path control confined pressure increments, such result is the most close to K
30value; In addition, CN101377079A draws E ~ Δ ε curve, need choose bedding value by soil nature, the uncertainty of the test findings that more seems.
Again, Chinese utility model patent 200920227682.4 discloses one " bedding value experiment testing device ", adopt the simple pressure chamber mode of structure, gravity pressure state is recovered by side direction pressurization, then vertical pressurization directly measures the bedding value of soil, for indoor Fast Measurement bedding value achieves useful breakthrough.But owing to adopting head saturation method, desaturation phenomenon is existed to soft clay; Limit by shop experiment boundary condition, the axial load side wall shearing stress of sample cannot be measured, so that affect the accuracy of bedding value.
Defect existing for existing indoor three method of principal axes: 1) the actual compression settlement influence degree of depth exceedes specimen height, so that the settling amount s recorded is less than normal; 2) sample cannot be measured and axially load σ
1the sidewall shear stress f produced, causes sample xial feed P (P=σ
1-f) bigger than normal.Above-mentioned reason makes test findings and K
30relatively deviation is excessive, so that design cannot directly be adopted.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of automation equipment can measuring bedding value in indoor quickly and accurately, to overcome the above-mentioned defect of prior art.
In order to solve the problems of the technologies described above, the utility model adopts following technical scheme: a kind of automation equipment of indoor test bedding value, comprise with lower part: axial pressurizing device, comprise a pedestal, the lifting table that can move up and down relative to pedestal and the pressurizing frame be fixed on pedestal, also comprise for measuring the displacement transducer of described lifting table relative to the displacement of pedestal, described pressurizing frame is provided with press rods, and press rods is provided with load transducer; Pressure chamber, be fixed on lifting table, for placing sample, be provided with the base be positioned at bottom sample and the annular pressing plate being positioned at sample top in pressure chamber, annular pressing plate is provided with permeable hole, and the inner ring of annular pressing plate is provided with porous disc, base is provided with lower permeable hole, be provided with lower porous disc above base, described annular pressing plate, upper porous disc connect outer transmission rod and interior transmission rod respectively, and described outer transmission rod is connected with the press rods in described pressurizing frame with interior transmission rod; Shearing controller, is in transmission connection with described lifting table, moves up and down for driving lifting table; Ambient pressure controller, is communicated with pressure chamber by confined pressure pipeline, and confined pressure pipeline is provided with confined pressure sensor; Opposite pressure controller, is connected with the upper permeable hole of described annular pressing plate by top duct; Top duct is provided with opposite pressure sensor; Pore pressure sensor, is connected with the lower permeable hole of described base by bottom pipe; Data acquisition unit, is connected with pore pressure sensor with institute displacement sensors, load transducer, confined pressure sensor, opposite pressure sensor respectively; Computer control system, is connected with opposite pressure controller with described data acquisition unit, shearing controller, ambient pressure controller respectively.
Preferably, also comprise the drainpipe of a upper end open, the lower end of described drainpipe is connected with top duct by the first T-valve.
Preferably, also comprise the buret of a upper end open, the lower end of described buret is connected with bottom pipe by the second T-valve.
Preferably, described shearing controller, ambient pressure controller and opposite pressure controller are hydraulic servo motor, and described hydraulic servo motor comprises the servomotor, fixed displacement pump and the hydraulic cylinder that connect successively.
Preferably, institute's displacement sensors is arranged between transmission rod and pressure chamber.
Preferably, described press rods is connected with outer transmission rod, interior transmission rod by a reducing controller.
Preferably, described confined pressure pipeline, top duct and bottom pipe all adopt rubber hose.
Compared with prior art, the utility model has following beneficial effect:
1, the utility model device is according to GB " Standard for test methods of earthworks " (GB/T 50123-1999) design, can adopt reducing pressuring method, can realize K in shop experiment
30stress path and boundary condition, the sidewall shear stress f that when simulation axially loads, the soil body produces is to σ
1impact, automatically draw Δ σ
1' ~ ε trial curve, and calculate bedding value.
2, the utility model device has the pore water pressure of Real-Time Monitoring sample, ambient pressure and opposite pressure situation of change, automatically performs that opposite pressure is saturated, discharging consolidation, shear test; The axial deformation of real-time detection xial feed and sample sedimentation, automatic decision sample whether produces shear failure or whether shear history should stop.
3, the utility model device adopts general dynamometry and displacement transducer, and the versatility of each modular assembly is good, thus can reduce the cost of whole device.
4, the utility model device possesses higher automatization level, and testing crew only need set experiment process by computer control system software, sets test parameters, just can automatically complete bedding value test accurately in unmanned mode of intervening.This device not only shortens test period widely, also saves a large amount of human and material resources, has significant realistic meaning and economic worth.Also be that " city friendship specification " indoor three method of principal axes bedding value chapters and sections will repair volume from now on, provide useful reference.
Accompanying drawing explanation
Fig. 1 is the composition schematic diagram of the automation equipment of the utility model indoor test bedding value.
Fig. 2 is the schematic diagram of the utility model automation equipment when carrying out sample and being saturated.
Fig. 3 is the schematic diagram of the utility model automation equipment when carrying out sample consolidation.
Fig. 4 is the schematic diagram of the utility model automation equipment when carrying out sample and shearing.
Fig. 5 is a kind of Δ σ that the utility model automation equipment generates
1' ~ ε curve map.
Fig. 6 is the operational flow diagram of the utility model automation equipment computer control system.
In figure:
1, sample 2, rubber membrane 3, annular pressing plate
4, water filling port 5, outer transmission rod 6, interior transmission rod
7, upper porous disc 8, pressure chamber 9, lower porous disc
10, shearing controller 11, pedestal 12, pressurizing frame
13, load transducer 14, press rods 15, displacement transducer
16, reducing controller 17, base 18, lifting table
19, movable flashboard 20, opposite pressure controller 21, opposite pressure sensor
22, the first T-valve 23, top duct 24, drainpipe
25, draining valve 30, ambient pressure controller 31, confined pressure sensor
32, confined pressure pipeline 40, data acquisition unit 50, computer control system
61, pore pressure sensor 62, second T-valve 63, bottom pipe
64, buret 65, buret valve
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in further detail.These embodiments only for illustration of the utility model, and are not limitation of the utility model.
As shown in Figure 1, the automation equipment of a kind of indoor test bedding value of the utility model, comprises axial pressurizing device, shearing controller 10, pressure chamber 8, ambient pressure controller 30, opposite pressure controller 20 and computer control system 50 etc.
Wherein, axial pressurizing device comprises a hard-wired pedestal 11, lifting table 18 and a pressurizing frame 12, lifting table 18 is connected with described shearing controller 10, under the driving of shearing controller 10, lifting table 18 can move up and down relative to pedestal 11, pressurizing frame 12 is fixing on the base 11, and pressurizing frame 12 is provided with a press rods 14 to downward-extension.This axial pressurizing device also comprises displacement transducer 15 and load transducer 13, and displacement transducer 15 is for measuring the displacement of lifting table 18 relative to pedestal 11, and displacement transducer 15 is preferably arranged between transmission rod and pressure chamber 8; Load transducer 13 is arranged in described press rods 14, for measuring the load of axial pressure.
Pressure chamber 8 is housings of a lower ending opening, and the lower end of pressure chamber 8 can be tightly connected by the end face of bolt and lifting table 18, thus jointly surrounds a closed space, for placing sample to be tested 1 with lifting table 18.The base 17 be positioned at bottom sample 1 and the annular pressing plate 3 being positioned at sample 1 top is provided with in pressure chamber 8, annular pressing plate 3 is provided with permeable hole, the external diameter of annular pressing plate 3 is identical with the diameter of sample 1, annular pressing plate 3 has an endoporus mutually, be provided with porous disc 7 in the endoporus of annular pressing plate 3, the diameter of upper porous disc 7 is identical with the diameter of bore of annular pressing plate 3, base 17 is fixed on lifting table 18, base 17 is provided with lower permeable hole, lower porous disc 9 is lined with above base 17, described annular pressing plate 3, upper porous disc 7 connects outer transmission rod 5 and interior transmission rod 6 respectively, outer transmission rod 5 is hollow stems, interior transmission rod 6 is arranged in the endoporus of outer transmission rod 5, the upper end of outer transmission rod 5 and interior transmission rod 6 passes from the hole at top, pressure chamber 8, and be connected with press rods 14 by a reducing controller 16, this reducing controller 16 can make the load in press rods 14 be passed to sample 1 in pressure chamber 8 by outer transmission rod 5 and/or interior transmission rod 6.In the preferred embodiment, reducing controller 16 is shaft couplings with movable flashboard 19 (participating in Fig. 3, Fig. 4), this shaft coupling connects outer transmission rod 5 and press rods 14, when reducing controller 16 cuts out, movable flashboard 19 wherein cuts out, and the load in press rods 14 can pass to the sample 1 in pressure chamber 8 simultaneously by outer transmission rod 5, interior transmission rod 6 and annular pressing plate 3, upper porous disc 7; When reducing controller 16 is opened, movable flashboard 19 is wherein opened, and the load in press rods 14 passes to the sample 1 in pressure chamber 8 by means of only interior transmission rod 6 and upper porous disc 7.The open and close of reducing controller 16 are controlled by computer control system 50.Obviously, between outer transmission rod 5 and the hole wall of pressure chamber 8, and seal approach should be had between outer transmission rod 5 and interior transmission rod 6.
Ambient pressure controller 30 is communicated with inside, pressure chamber 8 by confined pressure pipeline 32, and confined pressure pipeline 32 is provided with confined pressure sensor 31.Opposite pressure controller 20 is connected with the upper permeable hole of described annular pressing plate 3 by top duct 23, and top duct 23 is provided with opposite pressure sensor 21; In a preferred version of the present utility model, also comprise the drainpipe 24 of a upper end open, the lower end of drainpipe 24 is connected with top duct 23 by the first T-valve 22.A draining valve 25 is also provided with between drainpipe 24 and the first T-valve 22.The lower end of a buret 64 is connected with bottom pipe 63 by the second T-valve 62, bottom pipe 63 is connected with the lower permeable hole of described base 17, the upper end open of buret 64, bottom pipe 63 also connects a pore pressure sensor 61 by the second T-valve 62.A buret valve 65 is also provided with between buret 64 and the second T-valve 62.
Above-mentioned confined pressure pipeline 32, top duct 23 and bottom pipe 63 preferably adopt rubber hose.
Upper displacement sensors 15, load transducer 13, confined pressure sensor 31, opposite pressure sensor 21 and pore pressure sensor 61 are connected with a data acquisition unit 40 respectively, data acquisition unit 40 is connected with computer control system 50, and computer control system 50 is connected with reducing controller 16 with described shearing controller 10, ambient pressure controller 30, opposite pressure controller 20, first T-valve 22, second T-valve 62 again respectively.
Preferably, described shearing controller 10, ambient pressure controller 30 and opposite pressure controller 20 are hydraulic servo motor, and described hydraulic servo motor is a kind of existing product, and it comprises the servomotor, fixed displacement pump and the hydraulic cylinder that connect successively.Servomotor drives fixed displacement pump work, and quantitative hydraulic oil is squeezed in hydraulic cylinder by fixed displacement pump, makes the piston of hydraulic cylinder produce a corresponding displacement.Wherein, for shearing controller 10, in hydraulic cylinder, the displacement of piston just drives lifting table 18 to move up and down; For ambient pressure controller 30, in hydraulic cylinder, the displacement of piston can compress the water in confined pressure pipeline 32 and pressure chamber 8, thus the sample ambient pressure in controlled pressure room 8; For opposite pressure controller 20, in hydraulic cylinder, the water in top of compression pipeline 23 and sample hole is understood in the displacement of piston, thus the pore water in sample 1 is discharged.
Some design parameters:
The size of sample 1: diameter
height h
0=80 × n (mm), n=1.5 ~ 2 times;
Xial feed (σ
1) scope: 0-10kN, error ± 1%;
Ambient pressure (σ
3) scope: 0-2MPa, error ± 1%;
Opposite pressure (σ
b) scope: 0-1MPa, error ± 1%;
Axial displacement (Δ h) range is 0 ~ 30 (mm).
Load transducer 13, confined pressure sensor 31, opposite pressure sensor 21, pore pressure sensor 61 and displacement transducer 15 can adopt pressure and the displacement transducer of the types such as resistance-type, inductance type or condenser type, of a great variety in prior art, as long as meet design range and accuracy requirement.
Utilize the utility model automation equipment as follows in the step of indoor test bedding value.
1, sample is installed
As shown in Figure 1, porous disc 9, sample 1 and upper porous disc 7 under the base 17 on lifting table 18 is placed successively, wet filter paper is posted at the two ends up and down of sample 1, and also paste immersion filter paper some around sample 1, the outer surface cover of sample 1 has rubber membrane 2.With rubber band, rubber membrane 2 lower end and base 17 are tightened.From bottom pipe 63 to water flowing sample 1, such as can add a certain amount of water in buret 64, opening pipe valve 65, water is flowed into lentamente bottom sample 1, get rid of the bubble between sample 1 and rubber membrane 2, then put annular pressing plate 3, with rubber band, rubber membrane 2 upper end and annular pressing plate 3 are tightened, close buret valve 65.Put down pressure chamber 8, press rods 14 is aimed at interior transmission rod 6, and make interior transmission rod 6 registration coupon 1 center, then the attaching nut of lower end, pressure chamber 8 is tightened, pressure chamber 8 and lifting table 18 are tightly connected, in pressure chamber 8, fill pure water from the water filling port 4 at top, pressure chamber 8, then tighten water filling port 4.
2, sample is saturated
As shown in Figure 1 and Figure 2, also topped up with water in advance in top duct 23, because top duct 23 is connected with annular pressing plate 3, thus is connected as a single entity water with the water in sample 1 hole by annular pressing plate 3, upper porous disc 7.Close the second T-valve 62 (that is, make the water in sample hole be communicated with pore pressure sensor 61 by bottom pipe 63, and disconnect with buret 64); Open the first T-valve 22 (namely, make opposite pressure controller 20, opposite pressure sensor 21 is communicated with the water in sample hole by top duct 23, and drainpipe 24 disconnects with the water in sample hole), opposite pressure controller 20 applies opposite pressure by top duct 23 to sample 1 top, can record back-pressure force value σ by opposite pressure sensor 21
b; Ambient pressure controller 30 is communicated with inside, pressure chamber 8 by confined pressure pipeline 32, and the confined pressure sensor 31 on confined pressure pipeline 32, in order to measure the water pressure in pressure chamber 8, namely puts on the ambient pressure σ of sample 1
3; Then opposite pressure controller 20 together with ambient pressure controller 30 with predetermined increment (Δ σ
b, Δ σ
3) multistage loadings, opposite pressure is implemented to sample 1 saturated, and passing hole gap pressure force snesor 61 measures the pore water pressure u in sample 1, as pore water pressure increment Delta u and ambient pressure increment Delta σ
3ratio when reaching certain value, sample 1 reaches fully saturated, otherwise continues to load (Δ σ
b, Δ σ
3), measure new pore water pressure u, circulate this process, until sample 1 is fully saturated.
3, sample consolidation
As shown in Figure 1, Figure 3, pore water pressure initial value u is first measured
i(namely sample 1 saturated stop time pore water pressure), then the first T-valve 22 is closed (namely, water in sample 1 hole is communicated with drainpipe 24 by top duct 23, and disconnect with opposite pressure controller 20, opposite pressure sensor 21), open the second T-valve 62 (namely, water in sample 1 hole is communicated with buret 64 by bottom pipe 63, and disconnects with pore pressure sensor 61), apply an ambient pressure increment Delta σ
3, close reducing controller 16, under the driving of shearing controller 10, lifting table 18 rises, and axial pressurizing device applies axial principal stress σ to sample 1
1, the load in press rods 14 passes to the sample 1 in pressure chamber 8 simultaneously by outer transmission rod 5, interior transmission rod 6, annular pressing plate 3 and upper porous disc 7, sample pore water vertically both direction is discharged to drainpipe 24 and buret 64, can accelerate consolidation like this.Through one section stabilization time t
minafter, close the second T-valve 62, pore water pressure is applied on pore pressure sensor 61, measures pore water pressure force value u
t.According to u
i, u
tvalue calculates pore pressure dissipation percentage D
cif, D
creach a definite value, then sample 1 consolidation completes, otherwise opens the second T-valve 62 again, then applies an axial principal stress increment Delta σ
1with ambient pressure increment Delta σ
3carry out draining, and then close the second T-valve 62, survey pore water pressure value u
t, repeat said process until consolidation completes.Wherein, pore pressure dissipation percentage D
cformula be: D
c=(1-u
t/ u
i) ╳ 100, u in formula
i, u
tbe respectively pore water pressure initial value and t
minafter pore water pressure force value.Usually D is worked as
ctime>=95% (default value), can think that sample 1 consolidation completes, this default value is by changing parameter.
4, sample shear test
As Figure 1 and Figure 4, first open reducing controller 16, make the load in press rods 14 pass to sample 1 in pressure chamber 8 by means of only interior transmission rod 6 and upper porous disc 7.Under the driving of shearing controller 10, lifting table 18 rises, and axial pressurizing device implements axial pressure to sample 1.Because xial feed is only applied in the areal extent of upper porous disc 7, therefore can produce a shear stress f upwards to the sample sidewall in sample 1 settling process, indoor test result is conformed to field load test result.The load transducer 13 that press rods 14 is installed, can measure axial principal stress (xial feed) σ
1, be arranged on the displacement transducer 15 between transmission rod and pressure chamber 8, the displacement of transmission rod relative to pressure chamber 8 can be measured, namely the axial deformation Δ h of sample 1.In sample shear history, also to close the first T-valve 22 and open the second T-valve 62, the water in sample 1 can be discharged in drainpipe 24 and buret 64 simultaneously.In sample shear history, computer control system 50 controls ambient pressure controller 30 and shearing controller 10 by stress path (the Δ σ arranged
3/ Δ σ
1) load, corresponding to each increment (such as 0.1 or 0.2mm) of sample 1 axial deformation, gather an axial principal stress σ
1value, repeats, according to this according to the initial length h of sample 1
0with axial deformation Δ h, according to ε=Δ h/h
0× 100% strain stress calculating sample 1, according to formula σ
1'=σ
1-u calculates effective stress σ
1', and Δ σ is shown in real time on screen
1' ~ ε curve (wherein Δ σ
1' be σ
1' difference of axial principal stress when stopping with consolidation), until termination during ε=10 ~ 20%, demonstrate complete Δ σ
1' ~ ε relation curve, calculates strain stress (now ε=1.25/h during Δ h=1.25mm
0) corresponding to Δ σ
1', calculate bedding value value.
Bedding value program in above computer control system 50 comprises five major functions: initialization and optimum configurations, the saturated calculating of opposite pressure, discharging consolidation calculating, Calculation of Shear, data write and acquisition processing module.Wherein, optimum configurations comprises saturated discriminant value, consolidation discriminant value, stress path n=Δ σ
3/ Δ σ
1, opposite pressure increment, ambient pressure increment, principle stress increment, shear rate, sensor data acquisition interval, Δ h sample stop value etc., inputted by man-machine conversation mode by testing crew; The saturated computing function of opposite pressure, sustainable reading sample pore water pressure Value Data and calculate saturation degree, if the ratio Δ u/ Δ σ of pore water pressure increment and ambient pressure increment
3the saturated discriminant value of>=setting, then sample is saturated; Discharging consolidation function, for measuring the sample degree of consolidation, first reads pore water pressure initial value, after an ambient pressure increment to be applied is stable, then reads pore water pressure force value u
t, calculate pore pressure dissipation percentage D
cif, D
cthe consolidation discriminant value of>=setting, then sample consolidation completes, otherwise applies an ambient pressure increment again, then reads pore water pressure force value u
t, repeat said process, until consolidation completes; Sample shearing function, loads by the stress path arranged, and reads sample axial deformation Δ h and axial stress σ
1value, repeats with this, until stop when ε reaches 10 ~ 20%, and calculates strain stress=1.25/h
0time bedding value value.
Figure 6 shows that the operational flow diagram of bedding value program in computer control system 50, it comprises: start treatment system, perform that initialization and test parameters arrange, read initial value, the saturated calculating of opposite pressure, discharging consolidation calculates, shear test calculates, the process such as sampled data write process and printer.
Wherein optimum configurations comprises: σ
b, σ
3and σ
1initial value and increment size Δ σ
b, Δ σ
3with Δ σ
1; Specimen finish
specimen height h
0; Saturated discriminant value S1; Stress path n; Consolidation discriminant value; Shear rate; Sensor data acquisition interval and stabilization time t
minequivalent;
Reading initial value comprises: sensor initial value makes zero, and reads the parameter set;
The saturated calculating of opposite pressure: continue read sample pore water pressure u and differentiate saturation degree, if meet Δ u/ Δ σ
3>=S1, then sample is saturated completes, and the default value of S1 is 0.98, if do not meet Δ u/ Δ σ
3>=S1, then increase a σ
3increment, then read pore water pressure u, then differentiate saturation degree S1, until meet above-mentioned condition;
Discharging consolidation calculates for measuring the sample degree of consolidation, first measures pore water pressure initial value u
i.Apply a σ
3increment, through one section stabilization time t
minafter, read pore water pressure force value u
t, calculate pore pressure dissipation percentage D
cif, D
cthe consolidation discriminant value of>=setting, consolidation discriminant value generally gets 95%, then sample consolidation completes, otherwise increases a σ again
3increment, then read pore water pressure force value u
t, then differentiate dissipation percentage D
c, until meet above-mentioned condition;
Shear test computing function loads by the stress path arranged, and reads sample axial deformation Δ h and xial feed σ
1value, repeats with this, until ε=10 ~ 20% stops, and real-time rendering Δ σ
1' ~ ε curve, and calculate strain stress=1.25/h
0time bedding value value; Wherein stress path n=Δ σ
3/ Δ σ
1(wherein n=0.0,0.1,0.2,0.3 is arranged by user, default value 0.2); Shear rate should adopt strain 0.002 ~ 0.015% per minute, is set in parameter setting procedure by user according to soil nature.
Figure 5 shows that a kind of Δ σ calculating bedding value that the utility model device generates
1' ~ ε curve map.
From Δ σ
1' ~ ε curve gets ε=1.25/h
0close on left and right and what time set up equation, the desirable lagrange polynomial of equation, newton interpolation polynomial, piecewise interpolation scheduling algorithm, strain stress=1.25/h
0substitute into equation, obtain corresponding Δ σ
1', Δ σ
1'/1.25 are the bedding value that this device records.Automation equipment of the present utility model reduces the virgin state of stress of sample to a great extent, but need consider size effect, and the bearing plate diameter adopted in the utility model and in-situ test K
30the bearing plate diameter of method is also inconsistent, therefore, needs the bedding value to the utility model records to revise, just can obtain standard bedding COEFFICIENT K
30, amendment type is:
In formula: K
30---standard bedding value (MPa);
The bedding value (MPa) that K---the utility model records;
B---load plate (being exactly the upper porous disc 7 in the utility model) diameter (m).
Below by reference to the accompanying drawings with embodiment to the composition of the utility model automation equipment and adopt saturated, discharging consolidation, draining shears the process recording bedding value and has been described in detail, those skilled in the art can make many variations and replacement to the utility model according to the above description, such as: adopt the utility model automation equipment carry out saturated, not the array mode such as discharging consolidation or undrained shear record bedding value.Therefore, the above-mentioned process recording bedding value should not formed restriction of the present utility model, and the scope that protection domain of the present utility model defines with claims is as the criterion.
Claims (7)
1. an automation equipment for indoor test bedding value, is characterized in that, comprises with lower part:
Axial pressurizing device, the pressurizing frame (12) comprising a pedestal (11), the lifting table (18) that can move up and down relative to pedestal (11) and be fixed on pedestal, also comprise for measuring the displacement transducer (15) of described lifting table relative to the displacement of pedestal, described pressurizing frame (12) is provided with press rods (14), and press rods (14) is provided with load transducer (13);
Pressure chamber (8), be fixed on lifting table (18), for placing sample (1), the base (17) be positioned at bottom sample and the annular pressing plate (3) being positioned at sample top is provided with in pressure chamber (18), annular pressing plate (3) is provided with permeable hole, the inner ring of annular pressing plate (3) is provided with porous disc (7), base (17) is provided with lower permeable hole, lower porous disc (9) is provided with above base (17), described annular pressing plate (3), upper porous disc (7) connects outer transmission rod (5) and interior transmission rod (6) respectively, described outer transmission rod (5) is connected with the press rods (14) in described pressurizing frame (12) with interior transmission rod (6),
Shearing controller (10), is in transmission connection with described lifting table (18), moves up and down for driving lifting table (18);
Ambient pressure controller (30), is communicated with pressure chamber (8) by confined pressure pipeline (32), and confined pressure pipeline (32) is provided with confined pressure sensor (31);
Opposite pressure controller (20), is connected by the upper permeable hole of top duct (23) with described annular pressing plate (3); Top duct (23) is provided with opposite pressure sensor (21);
Pore pressure sensor (61), is connected by the lower permeable hole of bottom pipe (63) with described base (17);
Data acquisition unit (40), is connected with pore pressure sensor (61) with institute's displacement sensors (15), load transducer (13), confined pressure sensor (31), opposite pressure sensor (21) respectively;
Computer control system (50), is connected with opposite pressure controller (20) with described data acquisition unit (40), shearing controller (10), ambient pressure controller (30) respectively.
2. automation equipment according to claim 1, it is characterized in that, also comprise the drainpipe (24) of a upper end open, the lower end of described drainpipe (24) is connected with top duct (23) by the first T-valve (22).
3. automation equipment according to claim 1, it is characterized in that, also comprise the buret (64) of a upper end open, the lower end of described buret (64) is connected with bottom pipe (63) by the second T-valve (62).
4. automation equipment according to claim 1, it is characterized in that, described shearing controller (10), ambient pressure controller (30) and opposite pressure controller (20) are hydraulic servo motor, and described hydraulic servo motor comprises the servomotor, fixed displacement pump and the hydraulic cylinder that connect successively.
5. automation equipment according to claim 1, is characterized in that, institute's displacement sensors (15) is arranged between transmission rod (10) and pressure chamber (8).
6. automation equipment according to claim 1, is characterized in that, described press rods (14) is connected with outer transmission rod (5), interior transmission rod (6) by a reducing controller (16).
7. automation equipment according to claim 1, is characterized in that, described confined pressure pipeline (32), top duct (23) and bottom pipe (60) all adopt rubber hose.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787829.6U CN204269464U (en) | 2014-12-12 | 2014-12-12 | The automation equipment of indoor test bedding value |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787829.6U CN204269464U (en) | 2014-12-12 | 2014-12-12 | The automation equipment of indoor test bedding value |
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| Publication Number | Publication Date |
|---|---|
| CN204269464U true CN204269464U (en) | 2015-04-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420787829.6U Withdrawn - After Issue CN204269464U (en) | 2014-12-12 | 2014-12-12 | The automation equipment of indoor test bedding value |
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| Country | Link |
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| CN (1) | CN204269464U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104515700A (en) * | 2014-12-12 | 2015-04-15 | 中交第三航务工程勘察设计院有限公司 | Automatic device for indoor test of coefficient of subgrade reaction |
| CN104833579A (en) * | 2015-04-24 | 2015-08-12 | 河海大学 | Test device and test method for testing strength change of soil body after occurrence of seepage deformation of dykes and dams |
| CN107462475A (en) * | 2017-08-17 | 2017-12-12 | 华能澜沧江水电股份有限公司 | A kind of geotechnological triaxial tests equipment |
| CN114544322A (en) * | 2022-01-14 | 2022-05-27 | 西安理工大学 | Soil dynamic characteristic testing device |
-
2014
- 2014-12-12 CN CN201420787829.6U patent/CN204269464U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104515700A (en) * | 2014-12-12 | 2015-04-15 | 中交第三航务工程勘察设计院有限公司 | Automatic device for indoor test of coefficient of subgrade reaction |
| CN104515700B (en) * | 2014-12-12 | 2017-10-13 | 中交第三航务工程勘察设计院有限公司 | The automation equipment of indoor test bedding value |
| CN104833579A (en) * | 2015-04-24 | 2015-08-12 | 河海大学 | Test device and test method for testing strength change of soil body after occurrence of seepage deformation of dykes and dams |
| CN107462475A (en) * | 2017-08-17 | 2017-12-12 | 华能澜沧江水电股份有限公司 | A kind of geotechnological triaxial tests equipment |
| CN107462475B (en) * | 2017-08-17 | 2023-04-18 | 华能澜沧江水电股份有限公司 | Geotechnical triaxial experimental equipment |
| CN114544322A (en) * | 2022-01-14 | 2022-05-27 | 西安理工大学 | Soil dynamic characteristic testing device |
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